Study on the influence of joint spacing on rock fragmentation under TBM cutter by linear cutting test-Reference-Cited by-全球学者库

Study on the influence of joint spacing on rock fragmentation under TBM cutter by linear cutting test

Published:2016-08 Issue: Volume:57 Page:137-144
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Yin Lijun,Miao Chongtong,He Guanwen,Dai Fuchu,Gong Qiuming

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference11 articles.

1. Barla, G., 2000. Lessons learnt from the excavation of a large diameter TBM tunnel in complex hydrogeological conditions. In: Geo2000, An International Conference on Geotechnical & Geological Engineering, Melbourne, pp. 938–996.

2. Barla, G., Pelizza, S., 2000. TBM tunneling in difficult ground conditions. In: GeoEng2000, An International Conference on Geotechnical & Geological Engineering, Melbourne, pp. 20.

3. TBM Tunnelling in Jointed and Faulted Rock;Barton,2000

4. Hard Rock Tunnel Boring: Advance Rate and Cutter Wear;Bruland,1999

5. Numerical modeling of the effects of joint spacing on rock fragmentation by TBM cutters;Gong;Tunn. Undergr. Sp. Technol.,2006

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